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Sample Record for 2019-04-12-4

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Project Information

Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4 - R46.5
Work Description: (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location Description: IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Steve McMillan Structure Rep.: Phong Le

Sample Information

DIME Sample ID: 2019-04-12-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 04/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2019
The quantity of what the sample constitutes: 307 by 50 foot long bars
A brief description of the sample: 8 ASTM A615 Grade 75 ASTM A934 Purple Epoxy Coated Threaded WFE Bars w/ nuts
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form San Diego

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: 8
Nut Specification for Threaded Bar: ASTM A108
System Manufacturer: Williams Form Engineering
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100894430
Nut Heat Number(s): 8297103
Bar Lot Number: 10089443020
Nut Lot Number: 8S9D
Coupler Heat Number(s): NA
Coupler Grade: NA
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2019-04-12-4-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/19/2019
Date Tested: 04/19/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Threaded Bar and Nut
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1#8 Bar Heat #100894430, Nut Lot 859DL79-141-190.79123168979549.5A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Test 2 of 2

DIME Test ID: 2019-04-12-4-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/19/2019
Date Tested: 04/19/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Threaded Bar and Nut
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
2#8 Bar Heat #100894430, Nut Lot 859DL79-141-190.79122029972340A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP